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内置H型钢泥石流拦挡坝抗块石冲击性能研究
引用本文:王秀丽,程荣荣,朱中城,梁海.内置H型钢泥石流拦挡坝抗块石冲击性能研究[J].兰州理工大学学报,2022,48(5):114.
作者姓名:王秀丽  程荣荣  朱中城  梁海
作者单位:1.兰州理工大学 土木工程学院, 甘肃 兰州 730050;
2.兰州理工大学 西部土木工程防灾减灾教育部工程研究中心, 甘肃 兰州 730050;
3.中国电建集团西北勘测设计研究院有限公司, 陕西 西安 710000
基金项目:国家自然科学基金(51778273)
摘    要:为了解决普通重力式泥石流拦挡坝在泥石流灾害中容易被大块石损毁的问题,充分利用H型钢塑性韧性好、抗冲击性能好的优点,提出了一种内置H型钢的新型泥石流拦挡坝(简称内置H型钢新型坝).运用有限元ABAQUS软件对其进行块石冲击作用下的数值模拟,从坝体的坝底支反力、顶部位移、加速度、能量吸收等方面与普通重力式泥石流拦挡坝进行动力响应的对比分析,结果表明:内置H型钢新型坝的支反力比普通坝可减小约1/2,新型坝的顶部位移是普通坝的9/13.混凝土与H型钢形成双重拦挡的效应,在混凝土崩裂后,H型钢仍具有较好的承载能力与变形能力.加入H型钢的新型坝改善了普通重力式泥石流拦挡坝的抗冲击性能,可有效减弱泥石流块石冲击的灾害.

关 键 词:内置H型钢新型泥石流拦挡坝  块石冲击作用  动力响应  抗冲击性能  
收稿时间:2020-05-18

Study on the impact resistance block stone of built-in H-shaped steel debris flow retaining dam
WANG Xiu-li,CHENG Rong-rong,ZHU Zhong-cheng,LIANG Hai.Study on the impact resistance block stone of built-in H-shaped steel debris flow retaining dam[J].Journal of Lanzhou University of Technology,2022,48(5):114.
Authors:WANG Xiu-li  CHENG Rong-rong  ZHU Zhong-cheng  LIANG Hai
Institution:1. School of Civil Engineering, Lanzhou Univ. of Tech., Lanzhou 730050, China;
2. Western Center of Disaster Mitigation in Civil Engineering, Ministry of Education, Lanzhou Univ. of Tech., Lanzhou 730050, China;
3. Power China Construction Group, Northwest Survey Design and Research Institute Co. Ltd., Xi'an 710000
Abstract:In order to solve the problem that ordinary gravity debris flow retaining dam is easy to be damaged by large rocks in debris flow disaster, and to make full use of the advantages of good plasticity and impact resistance of H-shaped steel, a new type of debris flow retaining dam with built-in H-shaped steel is proposed. The finite element ABAQUS software is used to carry out the numerical simulation under the impact of the block stone. The dynamic response of the dam is compared with that of the ordinary gravity debris flow retaining dam in terms of the dam bottom reaction force, top displacement, acceleration, energy absorption, etc. The results show that the reaction force of the new type of dam with built-in H-shaped steel is about 1/2 less than that of the ordinary dam, and the top displacement of the new type of dam is 9/13 of that of the ordinary dam. Concrete and H-steel form double retaining effect. After concrete crack, H-steel still has better bearing capacity and deformation capacity. The new type of dam with H-shaped steel improves the anti impact performance of the ordinary gravity debris flow retaining dam and weakens the disaster of debris flow block rock impact.
Keywords:built-in H-shaped steel debris flow retaining Dam  the Impact of block stone  dynamic response  impact resistance  
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